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HomeMy WebLinkAbout081 GRADE & DRAIN PLAN 2S33 1604230COSS12SD18SD18SD18SD18SD18SD18SD18SD18SD 18SD18SD12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 15SD 15SD 15SD15SD15SD15SD15SD15SD15SD15 S D 15 S D 15 S D 15 S D 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD 6SD6SD 6SD 6SD 6SD 6SD 6SD6SD6SD6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD6SD6SD6SD6SD8SD8SD12SD 12SD 6SD6SD6SD6W 6W 8SD8SD8SD8SD8SD8SD8SD8SD15SD15SD15SD15SD15SD15SD15 S D 15 S D 15 S D 15 S DIE IN (S)=4731.24IE IN (N)=4731.24IE OUT (E)=4731.24IE OUT (S)=4731.48IE OUT (N)=4732.65IE IN (S)=4732.53IE IN (S)=4732.42IE IN (S)=4732.31IE IN (N)=4731.37IE IN (S)=4732.16IE OUT (E)=4732.16IE OUT (N)=4732.31IE OUT (N)=4731.46IE IN (S)=4731.35IE OUT (N)=4731.31IE IN (S)=4730.87IE IN (N)=4730.87IE OUT (E)=4730.87IE OUT (S)=4731.35IE IN (S)=4732.53IE OUT (N)=4730.90IE OUT (N)=4730.24IE IN (S)=4730.02IE IN (N)=4730.02IE OUT (E)=4730.02IE IN (S)=4730.35IE OUT (E)=4730.35IE IN (W)=4729.83IE OUT (S)=4729.83IE IN (N)=4730.15IE IN (S)=4730.50IE IN (S)=4730.63IE IN (S)=4730.76IE IN (N)=4731.12IE IN (S)=4731.08IE IN (S)=4732.16IE IN (S)=4732.31IE IN (S)=4732.42IE IN (S)=4730.1355 LF 6" SDR 35 PVC @ 1.00%98 LF 6" SDR 35 PVC @ 0.60%87 LF 6" SDR 35 PVC @ 0.60%128 LF 6" SDR 35 PVC @ 1.00%40 LF 8" SDR 35 PVC @ 4.51%59 LF 8" SDR 35 PVC @ 1.37%131 LF 15" PVC @ 0.61%100 LF 15" PVC @ 0.70%29 LF 6" SDR 35 PVC @ 0.60%55 LF 6" SDR 35 PVC @ 0.60%50 LF 12" SDR 35 PVC @ 0.50%IE IN (W)=4730.91IE IN (SE)=4730.79IE OUT (N)=4730.41IE IN (W)=4731.57IE IN (S)=4730.16IE OUT (N)=4730.1630 LF 6" SDR 35 PVC @ 1.00%34 LF 12" SDR 35 PVC @ 0.50%14 LF 12" SDR 35 PVC @ 0.50%IE IN (S)=4730.09IE IN (E)=4731.50IE OUT (N)=4730.09IE IN (S)=4729.92IE OUT (N)=4729.8238 LF 12" SDR 35 PVC @ 0.50%IE IN (S)=4729.63IE IN (E)=4731.04IE OUT (N)=4729.6330 LF 6" SDR 35 PVC @ 1.00%39 LF 12" SDR 35 PVC @ 0.50%IE IN (S)=4729.44IE OUT (N)=4729.3416 LF 12" SDR 35 PVC @ 0.50%30 LF 6" SDR 35 PVC @ 1.00%IE IN (S)=4729.26IE IN (E)=4730.68IE OUT (N)=4729.26IE IN (N)=4729.65IE IN (S)=4729.15IE IN (W)=4729.65IE OUT (E)=4728.9022 LF 12" SDR 35 PVC @ 0.50%IE IN (W)=4728.10IE OUT (NE)=4728.004735473547354735473547354735473 5 MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.SW: 35.56SW: 35.50SW: 35.33SW: 35.40SW: 36.01SW: 36.08SW: 36.15SW: 36.21SW: 35.95SW: 35.95SW: 36.10SW: 36.10SW: 35.02SW : 3 5 . 7 8SW: 36.10SW: 36.10SW: 35.75SW: 35.75SW : 3 5 . 6 6SW: 35.75SW: 35.74SW: 37.02SW: 37.02SW: 36.87SW: 36.94SW: 36.88SW: 36.87SW: 37.02SW: 36.95SW: 35.94SW: 35.82SW: 36.10SW: 36.10SW: 33.31SW: 33.24SW: 32.38SW: 32.29SW: 35.23SW: 34.91SW: 34.55SW: 35.75SW: 35.75SW: 35.46SW: 35.10SW: 35.76SW: 35.76SW: 36.10SW: 36.10SW: 31.39SW: 31.32MATCH EXIST.MATCH EXIST.SW: 36.61TBC: 36.15TBC: 35.48TBC: 35.31TBC: 35.08TBC: 34.97TBC: 35.31TBC: 35.47TBC: 35.32TBC: 35.27TBC: 34.96TBC: 34.42TBC: 34.28TBC: 34.47TBC: 34.31TBC: 34.61TBC: 34.50TBC: 34.36TBC: 34.47TBC: 34.61TBC: 34.35TBC: 34.40TBC: 34.35TBC: 34.42TBC: 34.49TBC: 34.36TBC: 34.29TBC: 34.26TBC: 34.33TBC: 34.41TBC: 34.40TBC: 34.18TBC: 34.25TBC: 34.15TBC: 34.34TBC: 34.38EP: 34.46EP: 34.46EP: 34.46 EP: 34.46TBC: 34.96TBC: 34.57TBC: 34.56TBC: 34.30TBC: 34.43TBC: 34.40TBC: 34.71TBC: 34.61TBC: 34.85TBC: 34.73TBC: 36.95TBC: 36.15TBC: 35.87TBC: 36.59TBC: 36.35TBC: 32.99MATCH EXST.MATCH EXST.TBC: 35.30TBC: 35.48TBC: 35.84TBC: 35.01TBC: 34.38TBC: 34.54TBC: 34.75TBC: 34.37TBC: 35.62TBC: 35.62TBC: 35.62TBC: 35.62TBC: 35.62TBC: 35.62TBC: 35.35TBC: 35.44TBC: 35.44TBC: 35.62TBC: 35.62TBC: 35.44TBC: 35.28TBC: 35.37TBC: 35.42TBC: 35.60TBC: 35.35TBC: 35.44TBC: 35.52TBC: 35.52TBC: 35.26TBC: 35.44TBC: 35.38TBC: 33.52TBC: 33.11TBC: 34.32TBC: 34.73TBC: 34 .54TBC: 34 .94TBC: 34.43TBC: 34.89TBC: 34.83TBC: 34.54TBC: 34.35TBC: 34.89TBC: 34.89TBC: 34.42TBC: 31.25TBC: 35.56SW: 36.27SW: 36.23SW: 35.40SW: 35.33TBC: 35.90GRATE: 35.53GRATE: 35.50GRATE: 36.58GRATE: 36.58GRATE: 33.56GRATE: 33.60GRATE: 33.42GRATE: 33.42GRATE: 35.02GRATE: 34.54GRATE: 33.42SW : 3 6 . 0 6 SW : 3 5 . 8 5 TBC: 35.62TBC: 35.62TBC: 35.62TBC: 35.62TBC: 35.62TBC: 35.62SW: 35.75SW: 35.75SW: 35.75SW: 35.75SW: 35.75SW: 35.75SW: 35.75SW: 35.75MATCH EXIST.SW: 35.92MATCH LINE - SHEET C11-2MATCH LINE - SHEET C11-5 MATCH LINE - SHEET C11-6GRADE & DRAINPLAN 2CCFWEHC11-3SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONSITE PLAN REVIEW - RC 102.17.2023ASITE PLAN REVIEW SUBMISSION08.31.20224SITE PLAN REVIEW - RC 205.10.2023B204010200SCALE IN FEETSITE PLAN RC-2 05/2023 FLATS 2 (FL-2) ELEV: 4736.10' ROWHOME 3 (RH-3)ELEV:4734.50'ROWHOME 2 (RH-2)ELEV: 4734.50'ROWHOME 1 (RH-1)ELEV: 4734.50'GRADING AND DRAINAGE NOTES:1.ALL TIE-INS TO EXISTING ASPHALT, CONCRETE CURBS, AND SIDEWALKS SHALL BE SAWCUT OR NEAT CUT BY METHOD APPROVED BY THE ENGINEER. PROVIDE SMOOTHTRANSITIONS TO EXISTING SURFACES.2.CITY OF BOZEMAN CATCH AND SPILL CURB SHALL BE INSTALLED PER DETAIL 1 ONSHEET C050. PROVIDE SMOOTH TRANSITIONS BETWEEN CATCH AND SPILL CURB.3.LANDSCAPE AREAS SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS.4.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEENINSTALLED.5.ALL GRADING AND DRAINAGE INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO CURBRAMPS, CROSSWALKS, AND LANDINGS SHALL CONFORM TO ADA (AMERICANS WITHDISABILITIES ACT) REQUIREMENTS.6.LANDSCAPE PLAN PROVIDED BY OTHERS. SEE LANDSCAPE PLAN FOR LANDSCAPEINFORMATION.11111111111111111111111111194.00 LF 6" SDR 35 PVC @ 0.60%94.00 LF 6" SDR 35 PVC @ 0.60%94.00 LF 6" SDR 35 PVC @ 0.60%48 LF 6" SDR 35 PVC @ 0.60%48 LF 6" SDR 35 PVC @ 0.60%48 LF 6" SDR 35 PVC @ 0.60%44 LF 6" SDR 35 PVC @ 0.60%44 LF 6" SDR 35PVC @ 0.60%44 LF 6" SDR 35 PVC @ 0.60%11111TURBULENCE LANEN 25TH AVE N 27TH AVE GENERAL NOTES1.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVEBEEN INSTALLED.2.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SEVENTH EDITION, AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, LATEST EDITION.3.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THISDRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THEDIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ANDSHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.4.ALL TIE-INS TO EXISTING ASPHALT, CONCRETE CURBS, AND SIDEWALKS SHALL BESAW CUT OR NEAT CUT BY METHOD APPROVED BY THE ENGINEER. PROVIDESMOOTH TRANSITIONS TO EXISTING SURFACES.5.ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED, ANDCONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS:2' DIA. DROP INLET - COB STD 02720-2STORM MANHOLES - COB STD 02720-3 & 46.SPOT ELEVATIONS ALONG CURB & GUTTER ARE TOP BACK OF CURB (TBC)ELEVATIONS FOR STANDARD (FULL HEIGHT) CURB, UNLESS INDICATED OTHERWISE.CURB FLARES, FLUSH CURBS AND TRANSITIONS MAY ALSO INCLUDE EDGE OFGUTTER (EG) ELEVATIONS.7.CITY OF BOZEMAN CATCH AND SPILL CURB SHALL BE INSTALLED PER COB DETAIL02528-1, SHEET C1-7.8.LANDSCAPE SHALL BE GRADED TO DRAIN AWAY FROM ALL BUILDINGS. 8" OFBUILDING FOUNDATION REVEAL SHALL BE PROVIDED UNLESS OTHERWISE NOTED.9.FOR CLARITY, SPOT ELEVATIONS HAVE BEEN TRUNCATED TO TWO DIGITS BEFORETHE DECIMAL. ADD BASE ELEVATION OF 4700.00 FEET TO REACH ACTUALELEVATIONS ON PROJECT DATUM.10.GRADE BREAK (TYP.)11.CURB LAYDOWN PER CITY OF BOZEMAN STANDARDS AND AMERICANS WITHDISABILITIES ACT REQUIREMENTS.12.LANDSCAPE AREAS SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS.13.LANDSCAPE PLAN PROVIDED BY OTHERS, SEE LANDSCAPE PLAN FOR LANDSCAPEINFORMATION.KEY NOTESDOWNSPOUT CONNECTIONMATCH EXISTING SIDEWALK12222222222222B